Attachment A - USCGC STONE (WMSL 418) Specification for Dockside Repairs_Rev 1.pdf

USCGC STONE (WMSL 758)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2026

(Rev-1, 11 July 2025)

USCGC STONE (WMSL-418) DOCKSIDE AVAILABILITY FY2026

ii (Rev-1)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items .............................................................................................. x Principal Characteristics ............................................................................................................................... xi General Requirements WORK ITEM 1: Dual Point Davit, Biennial Maintenance, Perform WORK ITEM 2: Dual Point Davit, Modify WORK ITEM 3: Oily Water Separator (OWS) System, Inspect and Groom WORK ITEM 4: Incinerator, Inspect and Test WORK ITEM 5: Fuel Tank, Repairs WORK ITEM 6: Tanks (MP Fuel Service), Clean and Inspect WORK ITEM 7: Deck Covering (Polymeric), Repair and Seal WORK ITEM 8: Deck Covering (Polymeric), Renew WORK ITEM 9: Helo Hangar Door, Inspect and Test WORK ITEM 10: Helo Hangar Doors, Repair WORK ITEM 11: GT Uptake Space 01-49-0-Q, Inspect Repair and Preserve WORK ITEM 12: Flight Deck Floodlight Transformer, Motor Driven-Auto, Relocate WORK ITEM 13: Small Boat Receptacles, Replace WORK ITEM 14: Welds (Fan Plenum 02-52-2-Q), Repair WORK ITEM 15: Wastewater Drain Piping, Renew WORK ITEM 16: Deck Covering (Polymeric) Shower Room, Renew WORK ITEM 17: Toilet Stud, Renew WORK ITEM 18: Fire Prevention, Provide iii (Rev-1)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE REV# WORK

ITEM#

CHANGES MADE

11JUL2025 01 11 Deleted paragraph 3.1.12 and modified paragragh 3.10.2

NOTE: All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-1)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-300-048, Rev C, Unit 4420 - 01 Level FR52 to FR67 Arr of Elect

Eqpt (ASC300442) Coast Guard Drawing 418A-WMSL 100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL 100-006, Rev A, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-101-001, Rev B, Compartment & Access Drawing Coast Guard Drawing 418A-WMSL-167-004, Rev A, Structural Door List, Ship Wide Coast Guard

Drawing 418A-WMSL-593-001, Rev A, Bilge & Oil Pollution Control System Diagram Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL-085-044, Rev -, Tank Sounding and Moment of Inertia Tables

(ASC085014J) (WMSL 758 Only) Coast Guard Drawing 750-WMSL-100-030, Rev M, Unit 2240 Structure - Main Dk to 01 Lvl - Fr 44 to

Fr 52 (ASC100224) Coast Guard Drawing 750-WMSL-100-036, Rev N, Unit 3110 Structure 1st Platform and Below Frs 65-

77 (ASC100311)

Coast Guard Drawing 750-WMSL-100-051, Rev K, Unit 4310 Structure 01 Level to 02 Level - Fr 44 to

Fr 52 (ASC100431) Coast Guard Drawing 750-WMSL-100-053, Rev K, Unit 4420 Structure - 01 Level and ABV- FR 52 to

FR 67 (ASC100442)

Coast Guard Drawing 750-WMSL-100-017, Rev L, Unit 1310 Structure – Inner bottom to 1st Platform –

Fr 22 to Fr 35 (ASC 100131) Coast Guard Drawing 750-WMSL-100-083 Rev A, General Arrangements NSC5 & Follow (AS5100001) Coast Guard Drawing 750-WMSL 100-088, Rev A, General Arrangements NSC 9 & FOLLOW

(AS9100001)

Coast Guard Drawing 418A-WMSL-101-001, Rev B, Compartment and Access Drawing Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship

Wide (ASC167001) Coast Guard Drawing 750-WMSL-169-001, Rev E, HELO Hangar Door Installation (ASC169001) Coast Guard Drawing 750-WMSL-180-043, Rev G, Fdn Arr Dwg Design Unit 4420 Bklt No. 1

(ASC180442)

v (Rev-1)

Coast Guard Drawing 750-WMSL-259-001, Rev H, PRPLN Gas Turbine Air Intake/Exhaust Diagram

(ASC259001)

Coast Guard Drawing 750-WMSL-259-006, Rev B, Turbine Combustion Exhaust Arrgt & Supports Details and LM Blw 01 Lvl (ASC259004)

Coast Guard Drawing 750-WMSL-259-048, Rev -, Propulsion Gas Turbine Air Intake/Exhaust Diagram

(NSC 9) (ASC259001J)

Coast Guard Drawing 750-WMSL-259-049, Rev -, Main Prop Dsl/SS Dsl Gen Air Intake/Exhaust Diagram (NSC 9) (ASC259002J)

Coast Guard Drawing 750-WMSL-300-024, Rev C, Unit 2240 - Main Dk Fr 44 to Fr 52 Arr of Elect Eqpt

(ASC300224)

Coast Guard Drawing 750-WMSL-300-048, Rev C, Unit 4420 - 01 Level FR52 to FR67 Arr of Elect Eqpt (ASC300442)

Coast Guard Drawing 750-WMSL-300-062, Rev F, Electrical Standard Methods Handbook (SP001075) Coast Guard Drawing 750-WMSL-320-016, Rev F, Power Sys Deck Plan - 01 Level (ASC320009) Coast Guard Drawing 750-WMSL-320-047, Rev B, Electrical One Line Diagram (AS1320001) Coast Guard Drawing 750-WMSL-320-511, Rev F, Power Sys Deck Plan-Second Dk, Aft of FR 52

(ASC320006)

Coast Guard Drawing 750-WMSL-320-512, Rev G, Power Sys Deck Plan - Main Dk, Aft of FR 52

(ASC320008)

Coast Guard Drawing 750-WMSL-320-535, Rev G, Power Sys Deck Plan - 02 Level and Above

(ASC320010)

Coast Guard Drawing 750-WMSL-320-562, Rev E, Power Sys Deck Plan - 01 Level Coast Guard Drawing 750-WMSL-320-563, Rev B, Small Boat Receptacle Modification Wiring Diagram Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M

(ASC508001)

Coast Guard Drawing 750-WMSL-512-012, Rev B, Vent & Air Cond Fan Rm 02 Lvl Unit 4420

(ASC512015)

Coast Guard Drawing 750-WMSL-512-050, Rev D, Vent & Air Cond Arr 01 Lvl Unit 4420

(ASC512442)

Coast Guard Drawing 750-WMSL-526-001, Rev G, Weather Deck Drains Diagram (ASC526001) Coast Guard Drawing 750-WMSL-526-002, Rev -, Weather Deck Drains System Description

(ASC526001-02)

Coast Guard Drawing 750-WMSL-526-004, Rev E, Label Plate List - Wea Dk Dr - Oil Waste Dr - Waste

Water Dr Sys (ASC526002) Coast Guard Drawing 750-WMSL-526-005, Rev B, Deck Drain System Schematic (ASC526023) Coast Guard Drawing 750-WMSL-526-031, Rev B, Weather Deck Drains Unit 4310 (ASC526431-WD) Coast Guard Drawing 750-WMSL-526-035, Rev A, Weather Deck Drains - Unit 2240 (AS3526224-WD) Coast Guard Drawing 750-WMSL-528-003, Rev K, Plumbing and Interior Deck Drain Diagram Coast Guard Drawing 750-WMSL-528-041, Rev D, Plumbing Fixture Hook-Up Detail Booklet Coast Guard Drawing 750-WMSL-530-006, Rev C, Potable Water - Unit 1320 Coast Guard Drawing 750-WMSL-588-002, Rev C, Helo Visual Landing Aids Deck Plan Wiring

Diagram (ASC588002) Coast Guard Drawing 750-WMSL-588-004, Rev C, Helo Visual Landing Aids Elementary Wiring

Diagram (ASC588003) vi (Rev-1)

Coast Guard Drawing 750-WMSL-588-510, Rev , Helo Visual Landing Aids Elementary Wiring Diagram Mods

Coast Guard Drawing 750-WMSL-593-011, Rev B, Solid Waste System Schematic (ASC593026) Coast Guard Drawing 750-WMSL-593-019, Rev C, Sewage System - Unit 1320 Coast Guard Drawing 750-WMSL-621-001, Rev H, Joiner Bulkheads Typical Details (ASC621001) Coast Guard Drawing 750-WMSL-635-001, Rev -, Thermal & Acoustic Insulation (ASC635001) Coast Guard Drawing 750-WMSL-801-001 Rev A, Booklet of General Plan (ASC8011001) Coast Guard Drawing 750-WMSL 801-013, Rev A, Booklet of General Plans NSC 8 (ASC801001H) Coast Guard Drawing 750-WMSL-802-503, Rev-, VLA Lighting Transformer Relocation Coast Guard Drawing FL-1204-3, Rev A, Fleet Welded Padeyes and Links

GENERAL ARRANGEMENTS NSC 7 AND FOLLOW (AS7100001) (UNSIGNED)

NAVSEA Drawing 803-5184182, Rev B, Insulation, Passive Fire Protection- Installation Details NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details

COAST GUARD PUBLICATIONS

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel American Welding Society (AWS) D1.1/D1.1M, 2020, Structural Welding Code – Steel Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (TP) 7181A, SWBS 169, Jan 2022, Helo-Hangar Doors - operation &

Maintenance Manual Coast Guard Technical Publication (TP) 7346A, SWBS 593, Mar 2022, Bilge Water Separator Ultra-Sep Coast Guard Technical Publication (TP) 7946, SWBS 593, May 2021, Incineration Plant - Installation, Operation, Maintenance & Spare Parts Coast Guard Technical Publication (TP) 14042, BOAT DAVIT – MODELS DDP11000CTS & SP2200 –

S/N 2408 – TECHNICAL MANUAL (HULL 758 ONLY)

Fire Prevention and Response General Requirements for Drawing Preparation MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure Preliminary” Dual Point Davit – Models DDP11000CTS & SP2200 (S/N – 2313 & 2315) Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements Surface Forces Logistics Center Standard Specification 0085 (SFLC Std Spec 0085), 2020 Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard

Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation vii (Rev-1)

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2022, Install Interior Deck Covering Systems

Technical Publication 7184, 2022, Vacuum Sewage System Operation, Maintenance and Parts List The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning

OTHER REFERENCES

3M Marine Adhesive Sealant 5200 Fast Cure Allied Systems Company ASC DWG# 94861, Chart, Splicing Connector Allied Systems Company ASC DWG# 94081, Kit, Individual CT Control System Allied Systems Company ASC DWG# 93034, Hydraulic Schematic Allied Systems Company ASC DWG# 93031, Individual CT HYD Conversion American National Standards Institute (ANSI/EASA) AR100-2020, Recommended Practice for the

Repair of Rotating Electrical Apparatus American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel American Welding Society (AWS) B1.10M/ B1.10, 2016, Guide for Nondestructive Examination of

Welds American Welding Society (AWS) B1.11M/B1.11, 2015, Guide for the Visual Examination of Welds American Welding Society (AWS) D1.1/D1.1M, 2020, Structural Welding Code – Steel ANSI/EASA Standard AR100-2020, Recommended Practice for the Repair of Rotating Electrical

Apparatus ASTM International (ASTM) F1836M, Reapproved 2007, Standard Specification for Stuffing Tubes, Nylon and Packing Assemblies (Metric) ASTM International (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting

Corrosion Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment Code of Federal Regulations (CFR) Title 29, Part 1915, Subpart E, Sep 2015, Scaffolds, Ladders and

Other Working Surfaces IEEE Standard 45.6-2016, IEEE Recommended Practice for Electrical Installations on Shipboard –

Electrical Testing International Maritime Organization (IMO) International Convention for the Safety of Life At Sea

(SOLAS), 2009 as amended in 2010 and 2011 International Maritime Organization (IMO) International Life Saving Appliances Code (LSA), 2010 edition viii (Rev-1)

MIL-A-22262B Amendment 2, 2021, Abrasive Blasting Media Ship Hull Blast Cleaning MIL-A-46106B Amendment 3, 1992, Adhesive-Sealants, Silicone, RTV, One-Component MIL-C-24757, Nov 1990, Cloth, Fiberglass, Coated MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic) MIL-DTL-24607C, 2021, Enamel, Interior, Nonflaming (Dry), Chlorinated Alkyd Resin MIL-DTL-24643, Nov 2023, Cables and Cords, Electric, Low Smoke, For Shipboard Use, General

Specification for MIL-DTL-24643, Oct 2009, Cables, Electric, Low Smoke Halogen-Free, For Shipboard Use, General

Specification for MIL-DTL-32585A, 2021, Insulation, Thermal and Acoustic, Fibrous Glass MIL-PRF-3135H, 2021, Deck Covering Underlay Materials MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24596C, 2022, Coating Compounds, Nonflaming, Fire-Resistant MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-PRF-24667C w/Int. Amendment 1, 2018, Coating System, Non-Skid, for Roll, Spray, or Self-

Adhering Application MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure MIL-STD-2003-1, Oct 2020, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Cable) MIL-STD-2003-2, Oct 2020, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Equipment) MIL-STD-2003-3, Oct 2020, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Penetrations) NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation

Details NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2018, Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast Cleaning

US Environmental Protection Agency Method 1664, Feb 1999, N-Hexane Extractable Material and Silica Gel Treated N-Hexane Extractable Material by Extraction and Gravimetry.

ix (Rev-1)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 Y CB-OTH Mark IV

(Coast Guard Drawing

26B-CB-IV-801-001)

N/A 1 ea. N/A

1 Y Hook Model APR-356-CBH 2 ea. $5000.00

N Kit, Cameras, Dual

Point Davit

94967 CAGE: 60848 1 $5,000

N Kit-DDP11000CT 94980 CAGE 60858 1 $5,000

3 Y Monitor, Smart Bilge NSN: 2040-01-600-0112Â 1 ea. $4,700.00

Y Door Curtain Bottom

Bar Assembly

NSN: 2040-01-675-5682

PN: HH3070

2 $12,500

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT Service Center x (Rev-1)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)):

Work Item Title

1 Dual Point Davit, Biennial Maintenance, Perform

3 Oily Water Separator (OWS) System, Inspect and Groom

6 Tanks (MP Fuel Service), Clean and Inspect

9 Helo Hangar Door, Inspect and Test

11 GT Uptake Space 01-49-0-Q, Inspect Repair and Preserve xi (Rev-1)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0" Length between perpendiculars 390' 0" Maximum beam 54' 0" Beam @ 01 level 47' 9-1/8" Depth (01 level @ side to baseline) 39' 2-3/4" 01 deck camber foredeck 1/4" in 1'-0" Minimum berth depth 20' 0" Height of highest projection Approximately 119' Draft, design 14.40' Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each One gas turbine General Electric LM2500; 29,500 SHP Type of propulsion CODAG Electrical system 24 Volt DC Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max Two reduction gears RENK One cross connect gear RENK

HULL

Hull material 5086 Aluminum HSLA-80 Steel ABS EH 36 Steel

ABS AH 36

Frame spacing FWD of FR 9 2' 3" FR 9 to FR 10 6' 9" FR 10 to FR 98 4' 1" FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal Fresh water 12,454 gal JP-5 Fuel 35,182 gal

1 (Rev-1)

00000_0824_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire

Prevention and Response Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

2 (Rev-1)

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements in this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire Protection and Response work item, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan, as requested in the Fire Protection and Response work item, seven (7) days before the Arrival Conference.

NOTE

NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.

Contractors can apply to NAVSEA headquarters directly for copies.

3.2 Contractor-provided fire watch personnel. The Contractor must provide fire watch personnel and equipment.

3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

• ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

• ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3 (Rev-1)

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

• SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

• SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B- Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY- 130.

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B- Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Weldox 900 are considered the same as those for welding HY-130.

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable

4 (Rev-1)

Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation

3.5.1.1 The EPA ID for the Coast Guard facility is SCR000005389. This number can only be used to for the generator status. The transporter and designated facility must have their own EPA ID numbers and cannot use this one.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

3.5.2 Test and procedures. The Contractor is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

3.5.3 Regulatory notifications. The Contractor is responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;

ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the

5 (Rev-1)

Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).

3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.

3.7.1 None.

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

6 (Rev-1)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK

ITEM #

WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE / TIME

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

7 (Rev-1)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK

ITEM # WORK ITEM TITLE

Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER

COAT, BARRIER COAT, TOP

COAT, ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

8 (Rev-1)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE /

TIME

9 (Rev-1)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT

QA RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Mils Reading (IAW ASTM D4417-Method B for above 10 readings (by column):

Mean Reading (mils)

10 (Rev-1)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

ITEM #

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

11 (Rev-1)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

COATING MFG PRODUCT NAME BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

(BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

12 (Rev-1)

4.2 Tank and Void Assessment form.

13 (Rev-1)

14 (Rev-1)

58300_RTK_1223_418

WORK ITEM 1: Dual Point Davit, Biennial Maintenance, Perform

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform Biennial Maintenance on Dual Point Davit listed in Table 1.

TABLE 1 – DUAL POINT DAVIT NAMEPLATE DATA

DESCRIPTION LOCATION DAVIT TOTAL

GROSS WEIGHT

Allied Systems Dual Point Davit with Control Console Models: DDP11000CTS & SP2200

Weather Deck, STBD Side, Frame 47 29,000 lbs

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST ($/UNIT)

Y CB-OTH Mark IV (Coast Guard Drawing 26B-CB-IV-801-001) N/A 1 ea. N/A

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL-801-001 Rev A, Booklet of General Plan

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 14042, “BOAT DAVIT – MODELS DDP11000CTS &

SP2200 – S/N 2408 – TECHNICAL MANUAL (HULL 758 ONLY)”

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

International Maritime Organization (IMO) International Convention for the Safety of Life At

Sea (SOLAS), 2009 as amended in 2010 and 2011

15 (Rev-1)

International Maritime Organization (IMO) International Life Saving Appliances Code (LSA), 2010 edition

ANSI/EASA Standard AR100-2020, Recommended Practice for the Repair of Rotating Electrical Apparatus

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s):

• 3.2 Biannual maintenance inspection and repair task particulars (Task #1 and #2)

• 3.2.2 Hook certification.

3.1.2 Tech Rep. The Contractor must provide the services of a Qualified Technical Representative who is familiar with the Dual Point Davit (i.e. Allied System Co. Model No. DDP11000CTS) to accomplish the following on site:

• Advise on manufacturer's proprietary system information.

• Ensure compliance with manufacturer's procedures and standards during system disassembly, inspection, repair, reassembly, and testing as applicable.

3.1.2.1 Ensure the Tech Rep has experience with the system/equipment stated above and demonstrated on their résumé.

3.1.2.2 Submit the name and résumé of the Tech Rep to the COR at the Arrival Conference.

3.1.2.3 Point of contact:

• Heath Munger

• Heath.munger@alliedsystems.com

• Allied Systems Company

• (503) 825-3366

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.3.1 Protection of fine surfaces. The Contractor must protect all fine surfaces in accordance with SFLC Std. Spec 5000.

3.1.3.2 Hydraulic system contamination protection. The Contractor must maintain existing hydraulic cleanliness in accordance with SFLC Std. Spec 5000.

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

• Piping

• Electrical Cables

• Capstan

16 (Rev-1)

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.1.5 Operational test, initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR.

3.1.6 Materials. The Contractor must furnish and install parts listed in Table 2.

TABLE 2 – LIST OF PARTS

QUANTITY PART NUMBER DESCRIPTION SOURCE OF

SUPPLY

1 593533 Kit, Element Replacement

Allied System Co.

214 S.W. Oregon Street, Sherwood

OR 97140

1 593532 Kit, Element Replacement 2 70196 Return Filters 2 74130 Seal Kits 2 71975 Filter Breather 1 71754 Tank Cover Gasket 2 71042 Wire Rope 2 73441 Hub

3.2 Biannual maintenance inspection and repair task particulars. The Contractor with Tech Rep support must perform the tasks designated in Table 3 below and Figure 1 in accordance with SFLC Std Spec 5000 and CG Tech Pub as applicable.

NOTE

Some of the exposed hoses are missing chaffing gear necessary to prevent damage from rubbing.

3.2.1 Contractor must visually inspect and report damage to any of the accessible hoses. Submit CFR.

3.2.1.1 In the presence of the Coast Guard Inspector the contractor must identify and list hoses where chaffing gear is damaged or missing. Submit CFR.

TABLE 3 – RECURRING MAINTENANCE TASK

ADDITION REQUIREMENTS

# TASK

TYPE

QTY COMPONENT OR

ASSEMBLY

APPENDIX AND PARA. FROM

SFLC STD 5000

OTHER

1 Operate and Inspect

1 Dual Point Davit System 3.2.1 (Operate and Inspect) Appendix A (General Inspection

Requirements)

Submit CIR.

17 (Rev-1)

ADDITION REQUIREMENTS

# TASK

TYPE

QTY COMPONENT OR

ASSEMBLY

APPENDIX AND PARA. FROM

SFLC STD 5000

OTHER

2 Hydraulic Lube Oil Analysis

1 Hydraulic System C2.1.3.1 Submit a CIR.

3 Service and Inspect

1 Hydraulic Winch Assembly (Constant Tension and Normal) which are powered by Main Hydraulic Pump/Motor

Assembly (ST1) and Back Up powered by Emergency (ST2), Accumulators.

3.2.2 (Service and Inspect) D2.3 (Brakes and clutches. D2.4 (Open gearing and gear reducers)

Submit CFR.

4 Disassemble and Inspect

2 Power Sheave Assembly 3.2.3 (Disassemble and Inspect) Renew the hub with CFE. If hubs are not available, clean, inspect, and reinstall hubs.

5 Renew 2 Wire Rope Assembly (Allied System Part No. 71042)

D2.2 (Wire rope assemblies) Wire rope particulars:

Nominal diameter:

5/8 inch

Minimum Breaking Strength: 56,040 lbs.

Total length of each wire rope required: 110 ft.

End fitting type:

Fiege. Submit a

CFR.

6 Service and Inspect

1 Control Panel 3.2.2 (Service and Inspect) Verify all mechanical and electrical signals to the control panel.

Submit a CFR.

7 NDE 1 Dual Point Davit System 3.2.5 (NDE) Areas to NDE: all weld joints and boom and turret structures.

Submit a CFR.

18 (Rev-1)

ADDITION REQUIREMENTS

# TASK

TYPE

QTY COMPONENT OR

ASSEMBLY

APPENDIX AND PARA. FROM

SFLC STD 5000

OTHER

8 Service and inspect

All Hose Fittings C2.2.1.2.1 Hose Weatherization Apply water repellent tape to all accessible hose fittings.

8 Groom and Lubricate

1 Dual Point Davit System 3.2.6 (Groom and Lubricate)

10 Weight Test 1 Dual Point Davit System B2.7.2 (Dual Point Davits) B2.7.2.1 No-load Operational Test

B2.7.2.2 Static Load Test B2.7.2.3 Winch/Brake/Modified static load Test B2.7.2.4 Dynamic Load Test

B2.7.2.5 Rated Load test

Test weight particulars:

Working Load Limit (11,000 lb.).

"Modified static / brake" test load:

16,500 pounds (150% of WLL)

“Modified Dynamic Test Load: 12,650 pounds (115% of

WLL)

11 Electric Motors

1 Normal RIHB Boat Davit and Emergency RIHB Davit HPU

Motors

Perform Insulation Resistance Test in accordance with

ANSI/EASA AR

100-2020.and Para

6.5.4.3 of TP 9618.

Submit a CFR.

12 Fabricate and

Install 1 Label plate B2.9 (Label Plates)

13 Partially Preserve

1 Dual Point Davit Assembly (including pedestal, foundation, and all previously/normally painted components or surfaces)

3.2.4 (Partial Preservation)

3.2.2 Hook certification. The Contractor with Tech Rep support must inspect the installed hooks and verify their certification. Submit a CIR. Hooks (i.e. P/N: Model APR-356-CBH) must be renewed at every 48 months with GFP. Renew hooks if certification is expired.

3.3 Special requirements for various components. If a Change Request has been authorized for additional work on any of the components listed in Table 4 below, the Contractor must perform work in accordance with the corresponding Appendix or paragraph of SFLC Std Spec 5000.

TABLE 4 - SPECIAL REQUIREMENTS

COMPONENT APPENDIX & PARAGRAPH IN SFLC STD

SPEC 5000

Fluids C2.1 Hose assemblies C2.2

19 (Rev-1)

COMPONENT APPENDIX & PARAGRAPH IN SFLC STD

SPEC 5000

Piping and tubing C2.3 Valves and manifolds C2.4

Gages C2.5 Gas charged accumulators C2.6

Heat exchangers and fluid coolers C2.7 Systems C2.8

Fastener assemblies D2.1 Wire rope assemblies D2.2 Brakes and clutches D2.3

Open gearing and gear reducers D2.4

3.4 Operational test, post repairs. After completion of work, the Contractor must thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Submit a CFR.

3.4.1 The Contractor with Tech Rep support must perform a dockside test, consisting of launching the GFP boat to test Constant Tension Function, Wire Rope Tension, CT Select Button, Control function, CT Engage, Brake Release etc. Submit a CFR.

3.5 Touch-up preservation. The Contractor must prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces, in accordance with SFLC Std Spec 6310. Abide by all touch-up requirements outlined in SFLC Std Spec 6310.

NOTE

Government will provide 72 Hours of advance notice to the Contractor for sea trial support by the Tech Rep.

3.6 Sea trial. The Contractor must provide Tech Rep support to test operational capability of the Dual Point Davit with GFP in accordance with TP. Estimated time for sea trial is eight hours. Perform an at sea test launching the GFP boat to test Constant Tension Function, Wire Rope Tension, CT Select Button, Control function, CT Engage, Brake Release etc. Ensure all functions are in satisfactory operating conditions. Submit a CFR.

4. NOTES

20 (Rev-1)

FIGURE 1: DUAL POINT DAVIT MAINTENANCE TABLE

21 (Rev-1)

TCTO_58300_TAB_0425_758

WORK ITEM 2: Dual Point Davit, Modify

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to modify the Allied System Dual Point…